Please use this identifier to cite or link to this item: https://www.um.edu.mt/library/oar/handle/123456789/110558
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dc.contributor.authorFerrara, Liberato-
dc.contributor.authorBorg, Ruben Paul-
dc.contributor.authorCuenca, Estefania-
dc.contributor.authorEl-Sayed, May-
dc.contributor.authorVassallo, Christabelle-
dc.date.accessioned2023-06-09T09:51:56Z-
dc.date.available2023-06-09T09:51:56Z-
dc.date.issued2023-
dc.identifier.citationFerrara, L., Borg, R. P., Cuenca, E., El-Sayed, M. & Vassallo, C. (2023). Recycled ultra high performance concrete (UHPC) as a way to reduce the cement demand in new UHPC. In A. Ilki, D. Çavunt, Y. Selim Çavunt (Eds.), Building for the future: durable, sustainable, resilient (pp. 486-495). Cham: Springer.en_GB
dc.identifier.urihttps://www.um.edu.mt/library/oar/handle/123456789/110558-
dc.description.abstractThe work reported in this paper aims at assessing the performance of Recycled Ultra High Performance Concrete (R-UHPC), produced using different fractions of recycled aggregates and fines obtained from crushed Ultra High Performance Concrete (UHPC), as a substitute of the both the natural aggregates, as customary in recycled aggregate concrete, and of cement. Three different (RUHPC) mixes were designed and manufactured with a reference mix based on natural aggregate and two mixes with the natural aggregate totally replaced by recycled UHPC and 30% cement replacement either with recycled UHPC fines or with recycled UHPC aggregates as well, under the assumption of exploiting the paste halo around the recycled interface particles as a binder since it can consist of significant quantity of uh-hydrated cement. The possibility of totally replacing new fibres with recycled ones, reclaimed after UHPC crushing, was also addressed. This supports the cradle-to-cradle approach in life cycle engineering applications. The research confirmed the effective regeneration of new UHPC based on recycled aggregate obtained from crushed UHPC, attaining the required rheological, mechanical (compressive, flexural strength and toughness) and durability performance ( chloride penetration resistance, chloride migration, water capillary suction and resistivity) as well as the capacity to maintain the overall performance upon the recycling process. This work is intended as the first step towards the sustainability assessment of the potential of R-UHPC for new and retrofit structural applications. The work has been conducted as a follow up of the activities of the H2020 ReSHEALience Project. One key objective of the project was to formulate the concept and experimentally validate the performance of UHPC for structures and infrastructures exposed to extremely aggressive scenarios, employing functionalizing micro- and nano-scale constituents especially added to deliver high durability in the cracked state under extremely aggressive exposure conditions". In this context, the research was conducted to investigate the potential of recycling the UHPCs, developed and validated in previous research and employing them as a partial or even total replacement of natural fine aggregate in the production of a newUHDC.en_GB
dc.language.isoenen_GB
dc.publisherSpringeren_GB
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_GB
dc.subjectBuilding materialsen_GB
dc.subjectConcreteen_GB
dc.subjectHigh strength concreteen_GB
dc.subjectConcrete -- Additivesen_GB
dc.subjectConcrete -- Recyclingen_GB
dc.subjectSelf-healing materialsen_GB
dc.titleRecycled ultra high performance concrete (UHPC) as a way to reduce the cement demand in new UHPCen_GB
dc.title.alternativeBuilding for the future : durable, sustainable, resilienten_GB
dc.typebookParten_GB
dc.rights.holderThe copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder.en_GB
dc.bibliographicCitation.conferencenamefib Symposium 2023en_GB
dc.description.reviewedpeer-revieweden_GB
dc.identifier.doi10.1007/978-3-031-32519-9_47-
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